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032-2034-60-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 552390 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Brown, Jeffrey M. & Nanc Somerset, Town of 032-2034-60-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: /cb r I 6.509.30.19.603B TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER +s CAPACITY STATION es /A I FS ELEV. Septic + , Benchmark T65 M5,55 Dosing AI BM C 9G 49 / ( • ~J Aeration Bldg. Seer * 3. Z Holding St/Ht Inlet 13. 9W71 TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic -7,166 / 146 Dt Bottom Dosing ` /bb/ Header/Man. 7. Aeration 7 Dist. Pipe 7/ D) 474• z'5 Holding Bot. System 7• (P7 '77,17 PUMP/SIPHON INFORMATION Final Grade 7cl-. Z Manufacturer j GPmNland St Cov s~/ ` w rvn=g Model Number 3~T. 3 C.,►ee~..~~,~ TDH Lift , Friction Lo§sZ System Head IT% • t ©r _ Forcemain Leng ~ Dia. Z / Dist. to Well a. ~Z- SOIL ABSORPTION SYSTEM BEDITRENCH Width Lengthc No. Of nche PIT DIMENSIONS No. Of Pits Inside Dia. iquid Depth DIMENSIONS Co 7J 9C L SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type ystem: *7 766 >A6 ` A UNIT Model Number: 00 DISTRIBUTION SYSTEM / I ,A`~.4ILVF Header/Manifold/ IDistribution L 77 x Hole Size x Hole Spacing Vet Air I ke Pipe(s) 1 Dia Spacing 2 • t/ LDia Length ` SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over 1xx Depth of xx Seeded/So S~g r Bed/Trench Center ` L Bed/Trench Edges ` Topsoil es No s ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: -7/ 140 / Z Inspection #7,,,_•w1 / Location: 1685 50th Str t SOMERSE , WI 54025 NW 1/4 NW 1/4 9 T30N R19W NA .Lot 1 . ' V Parcel Na, OS 3Q} 19.603B t~ 1.) Alt BM Description r~ = `a AC~ W P ~OL~ 2.) Bldg sewer length = /N% / amount of cover 12- crZ-, r`'t 7 .4V -T Plan revision Required? FBI Yes No 0,34 L7 Use other side for additional information. 1 J ` Date Inse ors S' ature Cert. No. SBD-6710 (R.3/97) -°'1 County i " C~~VED Safety and Buildings Division "::57/4-. CPO i B N RE 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) Madison, WI 53707-7162 -5 C) D State tion Number ..,a4w iffilary Permit Application In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit / is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Servies. Personal information you provide may be used for secon p purposes in accordance with the Privacy Law, s. 15.04 I m , Slats. s ~ I 1. Application Information - Please Print All Information Property Owner's Name Parcel # J 5J:F A~J~ A)Aivc IeouoA) 03Z-Z03'1-o60-6&t9 Property Owner's Mailing Address Property Location / 6O,3 e)-) 8 -li/ D1ve "<D %~L /J. Govt. Lot C r City, State Zip Code Phone Number 1/, /4, Section L W 4 / FPy~ 50ucle one L T30 N; REor H. Type of Building (check all that apply) Lot # 1 or 2 Family Dwelling - Number of Bedrooms 1 Subdivision Name Bloc ❑ Public/Commercial -Describe Use ai.f ❑ City of CSM Number ❑ Village of ❑ State Owned -Describe Use ~ f p ' m ` -l I m Town of ~D/~ ~~L~ / X 7 5 40,E 1/60 III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ❑ New System Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber El Permit Transfer to New List Previous Permit Number and Date Issued / Before Expiration Owner t 9/_ IV. Type of POWTS System/Component/Device: Check all that apply) O 0 C ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil 'Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis ersaUTreat nt Area Information: Design Flow (gpd) Design Soil Application Rate (gpd Dispersal Area Required (s Dispersal Area Proposed System Elevation o 01& SO /ZZ z .5 97 S VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units 6 0 d = New Tanks Existing Tanks n A e) 2 e 2 ~ r f ! /C- G A. U on W Ln r,. w Septic or Holding Tank - N (K X Dosing Climber 5`0 VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber' MP/MPRS Number Business Phone Number flffti Sc14f, l t'f 2 ZZZ700 71J- -76 D lOC! Plumber's Address (Street, City, State, Zip Code) 4~1 /SOTS v~ Sd ~i 5~ ~~r S~~oZ VIII. County/Department Use Only Approved lsapp Permit Fee Date I ued l Issuin gent Si tore P-V ~ gr/ O ven Reason nial $ 10~~ 7 ( `7 IX. Condition>3easons for Disapproval 1.ep#IG tank t'ffWan@ filt®r and J) <a ► ro dispersal cell must all be services I maintained as per management plan provided by plumber. cje ' 2. All sell ma requWameMs must be maintained Attach to complete plans for the system and sulinift to the County only per not less than 81/2 x 11 inches in size SBD-6398 (R. 11/11) PLOT PLAN N Project Name: 1685 50th Street 3 Bedroom Mound Legal Description: NW1/4,NW7/4, S9,T30N,R19W P.I.D. 032-2034-60-000 Subdivision Name: CSM 04-1100. 032-81 Lot 1 Township: Somerset Parcel Size: 3.94 Acres SCALE: V= 40' County: ST. CROIX Contour Line Elevation: 96.55 System Elevation: 97.55 4 inch Sch 40 -ASTM D2665 Slope: 7°/, 2 inch Sch 40 -ASTM D1785 BM1 Elevation: 100.00' Top of 2" PVC pipe 1.5inch Sch 40 -ASTM D1785 BM2 Elevation: 90.08' To of 2" PVC pipe ■ Backhoe Pits: NOTE: Old System to be abandoned as per code. ►1t~/zrN ~2~~Ei~'T Liit%.~ i o ~ ~ ~ A ~i ( t Bi + J 83 / f 1 i I 790 5Lope Co r eu . l ! ( uNr / ' 40Bz 1 7- Z')( X13" /V\0 / fL ° RC r>; A, n1 110ee165-0 s o pc r Vv/ C Y" c e r' SL a ~ f)RYw'=LL~ (D L~Fj~ M E EX/5 „NL Ll SC-14 L!C Sri, ~O 06J' bAJ Lr ,u -3 8,F 14 c us r_ ' W J t- Page 12 ~~Wa o 9~PpgTN Safety and Buildings 3824 N CREEKSIDE LA HOLMEN WI 54636 3 D $ Contact Through Relay www.dsps.wi.gov/sb/ I, P $ www.wisconsin.gov ~0 SIOIN Scott Walker, Governor Dave Ross, Secretary June 22, 2012 CUST ID No. 223760 ATTN.• POWTS Inspector JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 616 150TH AVE 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/22/2014 Identification Numbers Transaction ID No. 2098374 SITE: Site ID No. 780783 Jeffrey & Nancy Brown Please refer to both identification numbers, 1685 50TH St above, in all correspondence with the agency. Town of Somerset St Croix County NW1/4, NW1/4, S9, T30N, R19W Lot: 1, FOR: Description: Mound / Three Bedroom / Sloping Site Object Type: POWTS Component Manual Regulated Object ID No.: 1378191 Maintenance required; Replacement system; 450 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD-10691-P (N.01/01), Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.01/01); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: cOndltl0 Reminders p~ • This system is to be constructed and located in accordance with the enclosed approved plans and with the r component manuals listed above. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. SEE C Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and - dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. JOHN F SCHMM Page 2 6/22/2012 • Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • SPS 383.22(7) A copy of the approved plans specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department which may include local inspectors. Owner Responsibilities: • SPS 383.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • SPS 383.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. SPS 383.54(4) shall be considered a human health hazard. • SPS 383.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789-7893 , 7:45 am - 4:30 pm Monday - Friday charles.bratz@wisconsin.gov Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Safety& Buildings will be modified. Code references with prefixes starting with "Comm" will be replaced with "SPS" to recognize the relocation of the Division of Safety & Buildings from the former Dept. of Commerce to the Dept. of Safety & Professional Services. Additionally, all S&B codes will be renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE VEL, Project Name: 1685 50th Street 3 Bedroom Mound `SUN 2 2012 Owners Name: Jeffrey and Nancy Brown & EaUILDIIVCzu Owner's Address 8787 Stonebridge Trail N Stillwater, MN 55082 Legal Description: NW1/4, NW1/4, S9, T30N, R19W Township Somerset County: St. Croix Subdivision Name: CSM 04-1100 032-81 Lot Number: 1 Block Number Parcel I.D. Number 032-2034-60-000 Plan Transaction No. Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Septic & Dose tank specifications Page 8 & 9 Effluent filter information Page 10 & 11 Pump specifications and curve Page 12 Plot plan Page 13 Septic tank maintenance agreement Page 14 Warranty deed Page 15 CSM tQl~ Page 16 - 20 Soil evaluation report J WED Designer: John Schmitt License Number: 223760 Date: 6/11/2012 Phone Number: 715-760-048 Signature: 'PONDS r Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01/01) and both SSWMP Publication 9.6 Design of pressure Distribution Networks for ST-SAS (10181) and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01/01) Version 7.0 (R. 03/2012) Page 1 of 20 I Mound and Pressure Distribution Component Design Design 'Alcrkeneet Site Information (R or C! I R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of - 36 inches. 450.00 Design Flow (gpd) 7.009 Site Slope 96.55 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ftz) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ftz) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N rC or E; Center or End Manifold C 3.00 Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. F 0.188 Orifice Diameter (in) 2.50 Estimated Orifice Spacing (ft) = 7.50 ft2/orifice 2.00 Forcemain Diameter (in) 110.00 Forcemain Length (ft) Does the forcemain drain back? L- Y 86.00 Pump Tank Elevation (ft) Enter Y or N 3.25 System Head (ft) x 1.3 17.94 Forcemain Drainback (gal) 11.14 Vertical Lift (ft) 67.32 5x Void Volume (gal) 3.52 Friction Loss (ft) 85.26 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 39.32 System Demand (gpm) 17.91 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. o tions choice in. o tions choice 0.75 1.25 1.00 1.50 x 1.25 x 2.00 x x 1.50 x x 3.00 2.00 x ? 3.00 x Gallons/inch Calculator osltianal Treatment Tank Information M Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal)~_ ' Total Working Liquid Depth (in) Wieser ~ Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 650.00 Dose Tank Capacity (gal) Poly k Commercial Filter Manufacturer 17.00 Dose Tank Volume (gal/in)~ 525'Filter Model Number iWeiser Manufacturer Project: 1685 50th Street 3 Bedroom Mound Page 2 Mound Plan and Cross Section Views FK 1 /10 B ::::Observation Pipe ; Q n5 A 1 • ;.I:.:;::;:;: B a..... 3 . Mound Component Dimensions ft A 6.00 ft E 17.04 in H Eaft ft K Eaft B 75.00 ft F 9.50 in z ft L ft D 12.00 in G 0.50 ft J W 450.00 (ft2) Dispersal Cell Area 1222.31 (ft) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 99.34 (ft) * H G •l I _ ateraI F Dispersal Cell' 98.05 (ft) L 97.55 (ft)-► Invert Dispersal Cell E D Elevation fl 96.55 (ft) Contour Elevation 7.0 % Site Slope Geotextile Fabric Cover Shading Key c. T Dispersal Cell See lateral details on 10 Topsoil Cap 1.5 ft Page 4 for number, size, Subsoil Cap c Q and spacing of laterals. © ASTM C33 Sand 0 / F Laterals are equally ~a 1, ® Tilled Layer 0.5 ft Typical Lateral spaced from the 05 0 c I distribution cell's Aggregate + centerline in the A distribution cell (AxB). Project: 1685 50th Street 3 Bedroom Mound Page 3 of 7 Center Connection Lateral Layout Diagram Force main connection via tee or cross to manifold at any point. Laterals are identical ~E P S 07-- =36 141-1 Turn-up wlball valve or (4 x ) IEx12 I x1231 Laterals &forcemain Sch 40 PVC cleanoutplug per SPS Table 384.30-6 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 36.69 ft Orifices per Lateral 15 Lateral Spacing (S) 3.00 ft Orifice Density 7.50 ft2/orifice Lateral Flow Rate 9.83 gpm Manifold Length 3.00 ft System Flow Rate 39.32 gpm Manifold Diameter 2.00 in Total Dynamic Head 17.91 ft Forcemain Velocity 4.02 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and SPS 316.300 WAC Disconnect 4 in. min. Tank component is properly vented F- Alternate outlet location Forcemain diameter Weiser Manufacturer 2 in. Ca acit 650.00 Gallons Volume 17.00 gal/inch A Weep hole or anti- ; Dimension Inches Gallons B siphon device A 20.32 345.44 B 2.00 34.00 Pump off elevation (ft) C C 5.02 85.26 86.91 D 10.901 185.30 D Total 38.24 650.00 Dose tank elevation (ft) 3" Bedding un er tank. 86.00 Alarm Manuafacturer Septronics N,4e Switcnes Alarm Model Number TM-1 cc:ritaimng mercury n,Yf be used in Pump Manufacturer kZoeller system. Pump Model Number i 152 f Pump Must Deliver 39.32 gpm at 17.91 ft TDH Project: 1685 50th Street 3 Bedroom Mound Page 4 Mound System Maintenance and Operafion Specifications Service Provider's Name John Schmitt Phone 715-760-0486 POWTS Regulator's Name St, Croix County Zoning I Phone 715-386-4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 f:2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: 1685 50th Street 3 Bedroom Mound Page 5 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1 /3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD5, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project: Page 6 D to 56" AS 84" D REQD m 42" E z m c ~ D W v \ N 1 46 ~a o UP 41- 'o n m 4" CAS I n m 0 3" 48" I 5" -1 a 0° -i > M m m m 36° I m ° r o m o D S < - ~ g ~ 0 I N UP 38" m 4" CAS c m \ m z.+ c 0 D 39" ~Z+ n o m cn 1 D I N m D r O -100 D r r Z Z v_ co z° z D 'c: m m r -4 ;l A m -n 0 ;:o 0 ~ m Z Zr-; O D Z D-z 1*lmoZ-ZOOy~ -o 5 t0 'o = Coo ~c,==~0 cv xx U co orN m ° ON ) rczn m D MOO mD0 --I ~0.. W O o rn cn o 0 g = (f) n ~ z to r- r w m -1D tom \ r D c7 (n ~--I Q,rn~~to!~v; a O K~ 0a 0m En r z -Ni rn nD OAa ~ aN w M O "I co -I~ zz N~0 DO 00 D DID ~r'i0°20-A N N N O a D ¢ -0 > ED _0 m o m U X z O c/1 U) f*1 m< O ~O~o fno-n DD ~~NOO < O O c Rt c rn r (n Co O O LA -u 0 D m m 00 W 0 500 O -zl z DD m-r-n, rn rn 0 4. O ;a D I o A a H D Om z° \zv ro ° n Z D D a) En r O m z C o v~ OA Z X (n rn W AO m V) v m 3 ;u mm O rn r- ;o "i O v r cD M H z 0 r O N Z m Z m r m \ cn WLP1000/600-MR m DRAWN BY: SME SCALE: 1 4"=1'-0" PRE-POUR: MHER COOCRETE REV. ~o\ z SEPTIC MANUAL W3716 US HWY 10 MAIDEN ROCK, NA 54750 DATE: JANUARY 2010 DATE:. POST-POUR: ° REVISED JAN. 2010 800-325-8456 FILE:KMOO0/6W-MR Page 7 INSTALLATION INSTRUCTIONS Inc. Innovations in Precast Drainage" AA Zal' Wai &WastewaterModucfs ai of PWok Inc. PL-525/PL-625 FILTER PL-525/PL-625 FEATURES & BENEFITS Features & Benefits: e Rated for 10,000 GPD • PL-525 = 525 Linear Feet of 1/18" Filtration PL-625 = 625 Linear Feet of 1/32" Filtration Ali 11 PL-525 PL-625 .Accepts 4" and 6" SCHD. 40 pipe The PL-525/625 Effluent Filter should operate efficiently * Built in Gas Deflector for several years under normal conditions before ,Automatic Shut-Off Ball when Filter is Removed requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped or at least every .Alarm Accessibility three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the .Accepts PVC Extension Handle filter needs servicing. Servicing should be done by a certified septic tank pumper or installer. RECOMMENDED PRODUCTS Polylok PVC Filter Extension Handle 13 Risers & Riser Covers Extend & LokT" Riser Safety Screens Filter Alarm Panel and Polylok risers bring your Polylok Extend & LokTm Polylok safety screens SmartFilterT" Control septic tank cover to grade. is a simple, easy to use prevent tragic accidents Switch This allows locating and solution that can extend from happening by children Polylok filter alarm panels servicing your filter easier the inlet or outlet pipe and and pets falling into open and switchs provid a visual and time saving by elimi- make filter and/or baffle septic tank entrances. and audible notification of nating digging to find tank installation a snap. impending filter and tank entrance. Fits 3" and 4" pipe. servicing. For a full list of Polylok products please visit our web site at: www.polylok.com Pape 8 POu 1]C' INSTALLATION INSTRUCTIONS Inc. Innovations in Nrodduucts Wainagt A ~ & Wastewater Prod on of P*Iok Inc. PL-525/PL-625 FILTER INSTALLATION INSTRUCTIONS Center filter with opening IY z wN J ~ M0 2 Additional pipe or Polylok Extend & Lok, Glue for centering. Step 1: Step 2: Step 3: (A) Locate the outlet of the septic tank. (A) Before installation, place the (A) Glue the filter housing on the (B) Remove tank cover and pump tank filter housing on to the outlet pipe. outlet pipe. if necessary. (B) Make sure that the housing (B) Insert the filter cartridge in the is positioned so the filter can be housing, making sure the filter removed from the tank for cartridge is properly aligned and maintenance and service. completely inserted in the housing. MAINTENANCE INSTRUCTIONS i 1 1 a Step 1: Step 2: Step 3: Locate the outlet of the septic tank. (A) Remove tank cover and pump (A) Insert the filter cartridge back if necessary. into the the housing making sure • • (B) Pull the filter out of the housing. the filter is properly alighed I L WHEN FILTER IS • (C) Hose off the filter over the septic tank. and completely inserted. USE RUBBER GLOVES Make sure all solids fall back into the (B) Replace septic tank cover WHEN CLEANING FILTER septic tank. Page 9 SECTION: 2.20.047 `QV,4L77-YPL/MP6 S1A/CE 19,79 FM1919 0110 Supersedes Product information presented here reflects conditions time PUMP !O_ ® 1108 of publication. Consult factory regarding discrepancies or inconsistencies. MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347 visit our web site: SHIP TO 3649 Cane Run Road • Louisville, KY 40211-1961 www.zoeller.com (502) 778.1731. 1(800) 928-PUMP • FAX (501) 774.3624 COMPARE THESE FEATURES • Durable cast iron construction 151/152/153 EFFLUENT SERIES • Model 151 comes standard with a glass-filled polypropylene base (For Pump Prefix /dentirkation see News & Views 0052) • Corrosion resistant powder coated epoxy finish • Stainless steel lifting handle "DOSE=MATE" • Assembled with stainless steel bolts • Non-clogging engineered thermoplastic vortex FOR SEPTIC TANK - LOW PRESSURE PIPE (LPP) impeller design AND ENHANCED FLOW STEP SYSTEMS • Model 151 -1/3 HP passes W spherical solids EFFLUENT • Model 152 -.4 HP passes spherical solids SUBMERSIBLE • Model 153 -1/2 HP passes W spherical solids 11/2" NPT DISCHARGE • Motor - 60 Hz, 3450 RPM, oil-filled, hermetically sealed, automatic reset thermal overload protected Model N152/N153 • Carbon/Ceramic seals SA® High Head C US Effluent • Upper sleeve bearing and lower ball bearing running Tested to ULstandard UL778 in bath of oil and Cer"ed to CSA Standa d CSA22.2 No. 108 • 20 ft. UL Listed power cord with molded 3-wire plug • 1 %2" NPT vertical discharge MODELS AVAILABLE • BN and BE standard models include a 20 ft. variable • N151/N152/N153 & E151/E152/E153 nonautomatic level float switch BN151/BN1521BN153 & BE1511BE152BE153 • Operates at temperatures to 130°F (54°C) in effluent • p 3ckag&d/2 HP i1Pyb 15 ack Vox 230VLevel Float Switch applications • All models include a 1 %2" x 2" PVC adapter fitting Note: The sizing of effluent systems normally requires variable level float(s) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. POWDER COATED TOUGH- PUMP !O_ Model BN152/BN153 MAIL 719: P.O. BOX 16347 High Head Louisville, KY 40256-0347 Effluent SHIP T0: 3649 Cane Run Road Louisville, KY 40211.1961 (502) 778-2731. 1(800) 928-PUMP FAX (502) 774-3624 Manufacturers of... Z ® A114L/TV Amm-S sNCE If~,y @ Copyright 2010 Zoeller Co. All rights reserved. Page 10 TOTAL DYNAMIC HEAD/FLOW LL PUMP PERFORMANCE CURVE PER MINUTE so MODEL 151/1521153 EFFLUENT AND DEWATERING 14 45 153 49 "IN MODEL 151 152 153 tz Feel Meters Gal. Liters Gal. Liters Gal. Liters a 35 152 5 1.5 50 189 69 251 77 291 10 10 3.0 45 170 61 231 70 265 30 15 4.6 38 144 53 201 61 231 0 8 25 151 20 6.1 29 110 44 167 52 197 25 7.6 16 61 34 129 42 159 ° 6 20 30 9.1 23 87 33 125 35 10.7 - - - - 22 85 15 40 12.2 - - 11 42 4- 10- Shut-oft Head: 30 ft. (9.1m) 38 ft. (11.6m) 44 ft. (13.4m) 0145088 2 5 6 Model 151 Models 152 / 153 10 20 30 0 511 60 70 80 90 100 GALLONS 6782 6782 LITERS 0 40 80 120 160 200 240 280 320 360 37B 4518 - 37B 4518 FLOW PER MINUTE 014508A 1 CONSULT FACTORY FOR j 37B 3718 SPECIAL APPLICATIONS ® 3718 ® 3718 • Timed dosing panels available + • Electrical alternators, for duplex systems, are available and 1r2NPT j supplied with an alarm • Variable level control switches are available for controlling 7 single phase systems • Double piggyback variable level float switches are available for variable level long and short cycle controls • Sealed Qwik-Box available for outdoor installations - See 1111116 j 12,8 FM1420 l f • Over 130°F (54°C) special quotation required 415116 53B 151/152/153 Series 1 SK2444 SK2064 15111521153 MODELS Control Selection Model Volts-Ph Mode Amps Simplex Duplex N151 115 1 Non 6.0 1 2or3 BN151 115 1 Auto 6.0 Included 2 or 3 E151 230 1 Non 12 1 2 or 3 BE1 1 155 1 1 Auto Non 85 Included 2 oor3 N152 11 "Easy assembly" BN152 115 1 Auto 8.5 Included 2 or 3 (pump & discharge pipe not included.) E152 230 1 Non 4.3 1 2 or 3 BE152 230 1 Auto 4.3 Included 2 or 3 N153 11 1 Non 1 .5 1 2 or 3 BN153 115 1 Auto 10.5 Included 2 or 3 E153 230 1 Non 5.3 1 2 or 3 BE153 230 1 Auto 5.3 Included 2 or 3 SELECTION GUIDE OPTIONAL PUMP STAND P/N 10-2421 1. Single piggyback variable level float switch or double piggyback variable level Reduces potential clogging by debris float switch. Refer to FM0477. • Replaces rocks or bricks under the pump 2. See FM0712 for correct model of Electrical Alternator E-Pak. Made of durable, noncorrosive ABS 3. Variable level control switch 10-0743 used as a control activator, specify duplex Raises pump 2" off bottom of basin (3) or (4) float system. • Provides the ability to raise intake by adding sections of 1 W or 2" PVC piping O CAUTION Attaches securely to pump All installation of controls, protection devices and wiring should be done by a qualified • Accommodates sump, dewatering and effluent applications licensed electrician. All electrical and safety codes should be followed including the NOTE: Make sure float is free from obstruction. most recent National Electrical Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. © Copyright 2010 Zoeller Co. All rights reserved. Page 11 PLOT PLAN N Project Name: 1685 50th Street 3 Bedroom Mound Legal Description: NW1/4,NW1/4, S9,T30N,R19W P.I.D. 032-2034-60-M Subdivision Name: CSM 04-1100 032-81 _ Lot 01- Township: Somerset Parcel Size: 3.94 Acres SCALE: I++ = 40' County: ST. CROIX Contour Line Elevation: 96.55 System Elevation: 97.55 4 inch Sch 40 -ASTM D2665 Slope: 7% 2 inch Sch 40 -ASTM D1785 A BM1 Elevation: 100.00' To of 2" PVC i 1.5inch Sch 40 -ASTM D178 A BM2 Elevation: 90.08' To of 2' PVC pipe ■ Backhoe Pits: NOTE: Old System to be abandoned as per code. ~O/2TH PQv E1!TY J,M.~ i0 \ 1 (3 M/ I E3 i I ~ / , ~ ~9e SLsP~ I i All 177o! )Lcpl Co rcuR. l l 4J"t I Z f 22' K q3 Mo~tr~~ SRN ~ i ~ / 1 r tic 2".$L-0140 FLO R(.'= rr► W / ec~b c s r/PL Q (-YLCr ~Ls e)( 571 N l '``~~2YU=~LL. Z f £xiS.,N Su/ L/C f Ou.'c~EUN ,L t-- Oc Q <~2 t CA0,R6t ti ~ W c(\L Page 12 QQ%VE ° ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer rJQ:FREV A M n NANO B2®W A Mailing Address 07 7 . -Fv1ve PtDc tF -R z i ~LLu~A / t N ~S©~ Property Address 76 (9S 5-0 T H 57k_ ,F t T (Verification required from Planning & Zoning Department for new construction.) Parcel Identification Number D3z - Z 03 y © -0 © 0 ~ City/State o[M7,Fe)567' LEGAL DESCRIPTION Property Location ~W 1/4 , N W '/4 , Sec. 9 , T 3 0 N R_)_3_W, Town of #1 M59 7 1 Subdivision Plat: , Lot 4 Certified Survey Map # , Volume , Page # Warranty Deed # 70 Z M1 (before 2007)Volume ZD 6 , Page # /Z 7 Spec house ❑ yes ❑ no Lot lines identifiable ❑ yes ❑ no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on is form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of 7rant' deed recorded in Register of Deeds Office. Number of bedrooms 3 SIGN U APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 09/07) J 2 0 8 6 P 1 2 7 7:2994 j j STATE BAR OF WISCONSIN FORM 3 - 2000 KATHLEEN H. NALSH Document Number QUIT CLAIM DEED REGISTER OF DEEDS This Deed, made between Jeffery M. Brown and Nancy RECEIVED FOR RECORD L Pugleasa-Brown husband and wife 12/19/2002 09:38AK Grantor, EXEMPT # 8 and Jeffery M Brown and Nancy L. Pugleasa-Brown, REC FEE: 11.00 husband and wife and Angela J. Brown a single TRANS FEE: person COPY FEE: Grantee. CERT COPY FEE : Grantor quit claims to Grantee the following described real estate in PAGES: 1 St. Croix County, State of Wisconsin: (if more space is needed, please attach addendum): Part of NW1/4 of NWi/4 of Section 9, Township 30 North, Range 19 West, St. Croix County, wisconsiu described as follows: Lot~1 of Certified Survey Map Recording Area filed August 24, 1981 in Vol. 4, page 1100, Doc. No. 372946. "r Name and Return Address Patrick S. Sweeney, Esq. Sweeney & Sweeney, S.C. 2 Science Court, Second Floor Madison, W1 53711 Together with all appurtenant rights, title and interests. 032-2034-60-000 Parcel Identification Number (PIN) This is not homestead property. Dated thi h of D c embe , Z 02 (is) (is not) - *Je£fe M. own * as ~.Jfuglealkj&Brown By: Nancy L. Brown, Attorney-in-Fact * AUTHENTICATION ACKNOWLEDGMENT STATE OF W%CMINM i Y~1rle 5(7l'~} Signature(s) l,~ ) ss. C.;L~ a~ 1 V)`1 ` v r~ County. ) authenticated this day of Personally came before me this 9th day of December , 2002 the above named Nancy L Pugleasa-Brown * individually and as Attorney-in-Fact for Jeffery M. Brown TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person who executed (If not, the foregoing instrument and acknowledged the same. authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY * 1 Notary Public, f Wisconsin Ml AnCSOT' M Commi taazapsntr( iratio te: a 0202!> Dthin - ) (Signatures may be authenticated or acknowledged. Both are MARIA LO not necessary.) MY COMMISSION EXPIRES JANUARY 31, 2005 *Names of persons signing in any capacity must be typed or printed below their signature. QUIT CLAIM DEED STATE BAR OF WISCONSIN FORM No. 3-2000 Sweeney & Sweeney, S.C. 2 Science Ct Stop 2, Madison WI 53711-1090 Phone: (608) 2384444 Fax: (608) 238-8262 Michael J. Ableidinger, Esq. T5141603.ZFX Produced with ZipFonn" by RE FamsNeL LLC 18025 Fifteen Mile Road. Clinton Township, Michigan 48035. (800) 3839805 CERTIFIED SURVEY MAP NW CORNER SECTION 9, 4 S T30N,R 19W FILED e AUG ?41981 1 1 AAAU O, CMNM S 1 I corr. w ban* co 33' I ,s, 0 crab to , 33' o ! Wlo~i Comfy, co I i IT d~ S 89042'39"W 411.70' , Ole 5°08'52" 4166.00' 374.29 S t° 13'06"E n N 374.16' O m c) Ri F.E in 3.9367 ACRES m W ryl (1 71483 SQ. FT.) z T ~ z A ' r p m I (A 2 COO % 1 ~ m N c -I I' A W 3 0 I '2 I a m v = ° I U N N ~ I H ;,yb I a ~sy° ~ I N 00 Ole POINT OF CL 46-6 BEGINNING N 3J p :41 100.04 305.79' p°4 '.7p. r N89042'391% 405.83' 1544°42'39"W :D ! 49.52' SCALE IN FEET I"= 100' in N (N p 100 200' 30d ni m r f ~ c m I m) Z { I LEGEND o ~ w m ti I ro SECTION CORNER MONUMENT m A 3/4"X 24"STEEL REINFORCING BAR WEIGHING z o ',1-'r f O 1.502 LBS. / LIN. FT. SET N I m I m i -O 6.0 IN e8'38'40"W _ , I APPROVED 4 Nr , M AUG 12 1981 ST• cpto,x cc UNTY 'COQ HENSIVE PARKS p~wa ZONIING COM,WTT~ W 1/4 CORNER SECTION 9 VOltffiC pale 1100 , T30N. R19W THIS INSTRUMENT DRAFTED BY 481-280 DESCRIPTION A parcel of land located in the NWa of the NW's of Section 9, T30N, R19W, Town of Somerset, St. Croix County, Wisconsin, being further described as follows: Commencing at the NW corner of Section 9; thence S0105'21"E along the West line of the NW4 of said Section (bearings assumed and referenced to said line) 880.441; thence N89°42'39"E 70.07' to the point of beginning; thence continuing N89°42'39"E 405.83'; thence N0007133"W 423.09'; thence S89°42'39"W 411.70' to the Easterly right-of-way line of White Tail Drive; thence Southerly 374.29' along the arc of a 4166.00' radius curve concave Westerly whose long chord bears S1013106"E 374.16'; thence S1121120"W 49.00' to the point of beginning. Said parcel contains 3.9367 acres (171,483 sq. ft.). Together with a 66' wide easement for ingress and egress purposes being described as follows: Beginning at the point of beginning of the above described parcel; thence N89042139"E 100.04'; thence S44°42'39"W 49.521; thence S1021120"W 237.14'; thence N88°38'40"W 66.00' to the Easterly right-of -way line of White Tail Drive; thence N1021120"E 270.27' along said line to the point of beginning. Said parcel is also subject to an easement to St. Croix County Electric as recorded in Volume 256, page 568. Said parcel also subject to any other easements and restrictions of record- I, Bradley J. Canaday, registered Wisconsin Land Surveyor, do hereby certify that I have surveyed and mapped the above described property; that such plat is a true and correct representation of the exterior boundaries of the land surveyed; and that I have fully complied with the provisions of Chapter 236.34 of the Wisconsin Statutes, the St. Croix County Subdivision Ordinance, and the Town of Somerset Subdivision Ordinance to the best of q yp". belief . my professional knowledge, u}aderstan, Bradley, _ anaday Wisconsin Land Surveys 5-1462 BRAM YJ. Stevens Engineers, Inc. cr:J4G2 g 1409 Coulee Road - Sox 321 s-14s2 I RIVE-P, FALLS 4 Hudson, Wisconsin 54016 Vifs. • O o~ April 21, 1981WP'+o: QNO R3~` This map is hereby approved by the Tows ard of the Town of Somerset. -v ems`/~ Date ' Town C Owned by and Surveyed for: James Gutting Route 2 Box 283D Somerset, Wisconsin 54025 Volume 4 Page 1100 Q ' VIsconsin SOIL EVALUATION REPORT #1687 Department of Commerce ccordance with Comm 85, Wis. Adm. Code Page 1 of 5 Division of Safety and Buildings Schmitt Soil Testing, Inc. County Attach complete site plan on p r n an 8%: x inches in size. Plan must St. Croix include, but not limited to: verti nd honzont nce point (BM), direction and percent slope, scale or dimensions, no w, and location and distance to nearest road. Parcel I.D. / 032- 34-60-000 Please print all info Sp! Ls B t ate Personal information you provide may be used for nd ses (Privacy Law, s. 15.04 (1) (m))./ Z Property Owner 1 Property Location Brown, Jeffrey & Nancy Ju Govt. Lot NW1/4, NW1/4, S9, T30N, R19W Property Owner's Mailing Address ST Vri8, ZpN1NG Lot ~~~uSbd . Na me or CSM# 8787 Stonebridge Trail N PLW, M 041100 032-81 City State Zip Code Phone Number City ❑ Village ❑ Town Nearest Road Stillwater MN 55082 651-430-3307 Somerset 50Th St. ion Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial - Describe: enal Glacial till Flood plain elevation, if applicable na tt. General comments and recommendations: Area is suitable for a mound system. System elevation is 97.55 based off a contour line established at 96.55'. Depth to limiting factor is 24". Slope of mound area is 7%. F 1-1 Boring # Boring ❑ Pit Ground surface elev. 95.35 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 *Eff#2 1 0-4 10yr3/4 none sl 2mgr mvfr as 2m,3f .6 1.0 2 4-18 7.5yr4/6 none sl 2msbk mvfr gw 2vf .6 1.0 3 18-27 5yr4/4 none SCI lmsbk mfr gw 1vP .2 .3 4 27-50 5yr4/4 c2d 7'56/6/8 7.56/6/2 scl lmsbk mfr gw im .2 .3 5 50-56 5yr4/6 m2d 7.5yr6/6 sl Om mfr Cs 2 6 7.5yr6/2 6 56-84 10yr6/3 m2d 10yr6/8 vfsl Om mfr .2 .5 F-I -T M Boring # Boring Pit Ground surface elev. 94.95 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10yr4/3 none Is lcsbk mvfr a 2m,2f .7 1.6 2 6-24 10yr5/4 none sl 2msbk mvfr gw 1m,2f .6 1.0 3 24-30 10yr5/4 1 c206/r6/2 6/6/6 sl lmsbk mfr gw 1vf .4 .7 1 4 30-50 5yr5/6 m2d 7.5yr6/8 scl ifsbk mfr gw 2 3 7.5yr6/2 5 50-72 5yr4/6 m2d 7.5yr6/6 sl Om mfr 2 6 7.5yr6/2 " Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <.30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 5/11/2012 715-247-2941 SBD-8330 (R.07/00) Property Owner Brown, Jeffrey & Nancy Parcel ID # 032-2034-60-000 Page 2 of 5 ❑ Boring # Boring Pit Ground surface elev. 96.85 ft. Depth to limiting factor 29 in. Soil Application Rate ❑ B Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. r.6 ff#1 *Eff#2 1 0-5 10yr3/4 none grsl 2fsbk mvfr as 2m,2vf .6 1.0 2 5-19 7.5yr4/6 none grsl 2msbk mvfr gw lvf 1.0 3 19-2 7.5yr4/4 none grsl lmsbk mfr gw 1vf .4 .7 I,- 7 /8 grsl Om mfr a .2 .6 4 29-62 5yr4/4 7m2d.5y6r6/1 /6/1 5 62-74 10yr6/4 m2d 10yr6/8 Ifs Osg ml 5 1.0 10 2 Fi-1 Boring # ❑ Boring ❑ pit Ground surface elev. 97.93 ft. Depth to limiting factor 32 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10yr3/2 none sil 2mgr mvfr as 2m,3f .6 .8 2 4-8 10yr4/4 none sl 2fsbk mvfr gw 2f .6 1.0 3 8-13 7.5yr4/6 none sl 2msbk mfr gw if .6 1.0 4 13-32 7.5yr4/6 none scl 2msbk mfr gw .4 .6 5 32-52 7.5yr4/4 c2d 56/6/8 scl lmsbk ml .2 7.5 5 r6 2 '3 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (8.07/00) Schmid Scd Testing, Inc. i Page 3 of 5 Schmitt Soil Testing, Inc. 5/11/2012 1595 72nd St New Richmond, WI 54017 Re: Soil and Site Conditions at Jeffrey & Nancy Brown's property. Address: 1685 5e St. Somerset, WI 54025 Upon walking the property at 1685 50'' St. Somerset, I found that the lot was very limited for the installation of a POWTS system, mainly because of the steep slopes and location of where the building sewer exited the house. I found an area that had been cut 40 to 50 years earlier, when fill was needed for a nearby road bed. I dug and evaluated 4 pits and found redox features in all 4, with the most limiting at 24". The upper horizons had moderate granular or sub-angular blocky structure and most importantly not seeing any platy structure. The top 2 horizons of each pit had very friable consistence and there was good root penetration through the upper 24" inches. After a brief consultation with Pam Quinn of St. Croix County Zoning, we concluded that, due to the length of time since the site was disturbed, the good soil structure, the very friable soil consistence and root penetrations, this cut site would be suitable for a mound system. CST 227429 Thomas J. Schmitt Page 4/oFS~ Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: Jeffrey & Nancy Brown Thomas J. Schmitt, CST 227429 Address: 8787 Stonebridge Trail N 1595 72nd St. City, State, Zip: Stillwater, NIN 55082 New Richmond, WI 54017 Phone: 715- 60-1978 PID: 032-2034-60-000 Sigr~w I Lot No.: 1 Date 5 l/ _~/2 Legal Description: NW1/4 NW1/4 S9 T30N R19W Backhoe Pit Township, County: Somerset, St. Croix County ♦ Bench Mark 1 El. 100.00' Top of 2" pvc pipe. 0 Bench Mark 2 El. 90.08' Top of 2" pvc pipe next to Bore 4 Slope= 7% Contour Line El. 96.55' Contour Line Length 75' 1" = 40' Wd 7,4 /6 GSA ~mY \ \ 13 Rj ~R~ / S oPF r f S~oo~ 31 83 SIo ~r fir, ~ ~S/d C~ l _ LJO I l ~l I l ~ '9 100, r ri ~a q(o \ ` 11,1Vt SF~~/vk o ~c ~ s ER Pv0' u ss a I : nNO> 3-on d ~ 0 sr 1 > ~ 3 .ter ~l C' 1 VI 1 3 D I lot r In $ Z z y ° L7 0 D W O 4s O O 0 c O c N S~/1 S C (D O a s CD O N O N zt CD O (D fD :3 3 .0.. fD w N a r0~ N 3 oo (D 3 N - O R O 0 O C O N N n m O W p A CD -11 ~3 ~ a a o = N CA c co p - co ~ D !n z y i a o o, c o o W C W S V Nom w oo O a rn z U) O a 0 y v m 3 N 'a U) OOOmj - D U A ? ri f~ D L" °A O .e m r fD ~p N N o II z z z II ~ _O D D ~ N 0° N• fD N U)a O y c m a Q CD N ' ~ y fD o A ? n CL in C W r. p O. A z 0 Q 3 0 c C W co CL W < o CL 3 z 0 C Y c-C'o H z < CD f a 0 I v n D o n v o fl- ~ 0 I J at ~ 0? C n co a N N =or Oy N O y wD 0 CL I ~ o I a 7 ~o N I ~ma ti f my ° fD N N 7 ti O N OQ O to O ~n O N ,`1 as O ti y